The Dynamic Response and Failure Model of Thin Plate Rock Mass under Impact Load

Table 6

The first 10 order vibration parameters of the thin plate rock mass under free vibration (S-C-S-C).

Parameter	1	2	3	4	5	6	7	8	9	10
β1	1.047	2.094	1.047	2.094	1.047	3.142	2.094	3.142	1.0472	3.142
α1	1.183	1.052	2.127	2.031	3.025	0.992	2.960	1.959	3.908	2.896
α2	1.896	3.143	2.592	3.591	3.368	4.552	4.187	4.855	4.180	5.303
K	1.580	2.343	2.371	2.917	3.201	3.294	3.626	3.702	4.046	4.273